public void AddElasticLink(MctElasticLink link)
{
foreach (var singlelink in _elasticLinks)
{
if ((singlelink._node1 == link._node1 && singlelink._node2 == link._node2) ||
(singlelink._node2 == link._node1 && singlelink._node1 == link._node2))
{
return;
}
}
_elasticLinks.Add(link);
}
public void TranslateLateralBeam()
{
var LateralBeamSet = _ifcModel.Instances.OfType <IIfcElementAssembly>()
.Where(ea => (ea.PredefinedType == IfcElementAssemblyTypeEnum.USERDEFINED && ea.Name == "LateralGirder")).ToList();
if (LateralBeamSet.Count == 0)
{
throw new InvalidOperationException("Must input Beams");
}
List <IIfcMaterialSelect> BeamSetMaterial = new List <IIfcMaterialSelect>();
foreach (var lateralBeam in LateralBeamSet)
{
BeamSetMaterial.Add(lateralBeam.Material);
}
var mat = TranslatorToolkitFactory.TranslateMaterial(BeamSetMaterial, ref matIndex);
_mctStore.AddMaterial(mat);
nodeIndex = (nodeIndex - 1) * _lateralBeamNums + 1;
var offsetValues = TranslatorToolkitFactory.ParseOffsetValues(LateralBeamSet, _lateralBeamNums);
PushLateralBeamNodes(offsetValues, ref nodeIndex);
var sectionDimensions = TranslatorToolkitFactory.ParseLateralSection(LateralBeamSet[0]);
var sec = new MctSectionDBUSER(MctSectionDBUSERShapeTypeEnum.DOUBLE_L, sectionDimensions, ref sectionIndex);
_mctStore.AddSection(sec, ref sectionIndex);
var matSet = _mctStore.GetTotalMaterial();
var beamMat = matSet.Where(m => m.Value.Type == MctMaterialTypeEnum.STEEL).FirstOrDefault();
for (int i = 0; i < (LateralBeamSet.Count / _lateralBeamNums); i++)
{
for (int j = 0; j < _lateralBeamNums; j++)
{
var element = new MctFrameElement()
{
Id = elementIndex++,
Mat = beamMat.Value,
Sec = sec,
Type = MctElementTypeEnum.BEAM,
Node1 = LateralBeamNodeSet[i * _lateralBeamNums + j],
Node2 = LateralBeamNodeSet[i * _lateralBeamNums + j + _lateralBeamNums]
};
_mctStore.AddElement(element);
element = new MctFrameElement()
{
Id = elementIndex++,
Mat = beamMat.Value,
Sec = sec,
Type = MctElementTypeEnum.BEAM,
Node1 = LateralBeamNodeSet[i * _lateralBeamNums + j],
Node2 = LateralBeamNodeSet[i * _lateralBeamNums + j + 2 * (LateralBeamSet.Count + _lateralBeamNums)],
};
_mctStore.AddElement(element);
element = new MctFrameElement()
{
Id = elementIndex++,
Mat = beamMat.Value,
Sec = sec,
Type = MctElementTypeEnum.BEAM,
Node2 = LateralBeamNodeSet[i * _lateralBeamNums + j + 2 * (LateralBeamSet.Count + _lateralBeamNums)],
Node1 = LateralBeamNodeSet[i * _lateralBeamNums + j + _lateralBeamNums],
};
_mctStore.AddElement(element);
element = new MctFrameElement((180, 0))
{
Id = elementIndex++,
Mat = beamMat.Value,
Sec = sec,
Type = MctElementTypeEnum.BEAM,
Node2 = LateralBeamNodeSet[i * _lateralBeamNums + j + (LateralBeamSet.Count + _lateralBeamNums)],
Node1 = LateralBeamNodeSet[i * _lateralBeamNums + j + 2 * (LateralBeamSet.Count + _lateralBeamNums)],
};
_mctStore.AddElement(element);
element = new MctFrameElement((180, 0))
{
Id = elementIndex++,
Mat = beamMat.Value,
Sec = sec,
Type = MctElementTypeEnum.BEAM,
Node2 = LateralBeamNodeSet[i * _lateralBeamNums + j + 2 * (LateralBeamSet.Count + _lateralBeamNums)],
Node1 = LateralBeamNodeSet[i * _lateralBeamNums + j + _lateralBeamNums + (LateralBeamSet.Count + _lateralBeamNums)],
};
_mctStore.AddElement(element);
}
}
var elasticLinkCollector = new List <MctElasticLink>();
var rigidLinkCollector = new List <MctRigidLink>();
for (int i = 0; i <= LateralBeamSet.Count / _lateralBeamNums; i++)
{
for (int j = 0; j < _lateralBeamNums - 1; j++)
{
var link = new MctElasticLink(elasticLinkIndex++, LateralBeamNodeSet[i * _lateralBeamNums + j],
LateralBeamNodeSet[i * _lateralBeamNums + j + 1]);
elasticLinkCollector.Add(link);
_mctStore.AddElasticLink(link);
}
}
for (int i = 0; i < girderNodeSet.Count; i++)
{
var subNodes = new List <MctNode>()
{
LateralBeamNodeSet[i], LateralBeamNodeSet[i + girderNodeSet.Count]
};
var link = new MctRigidLink(rigidLinkIndex++, girderNodeSet[i], subNodes);
rigidLinkCollector.Add(link);
_mctStore.AddRigidLink(link);
}
_mctStore.AddLink(rigidLinkCollector, elasticLinkCollector);
//_mctStore.AddNode(BeamNodesSet);
}
